The invention discloses a ground grouting reinforcement method for an unfavorable
geological section of a subway tunnel section. By comprehensively investigating rock and
soil characteristics, underground
water level, underground water
permeability coefficient and unfavorable
geological section depth, grouting hole distribution and hole depth are designed according to different geological conditions, and grouting liquid containing specific proportion components is prepared for sandy soil, clay and rock. And according to the rock-
soil type, the single-hole grouting amount, the grouting pressure and the grouting speed are reasonably set, the effect is evaluated through multiple detection means such as geological
radar scanning, and grouting is supplemented for the substandard area. For special unfavorable geology, such as a flowing sand layer,
expansive clay, a fault
fracture zone and the like, corresponding auxiliary measures and grouting
modes are adopted. According to the method, the pertinence, scientificity and adaptability of grouting reinforcement are effectively improved, the safety and long-term stable operation of
tunnel construction are guaranteed, the
engineering cost is reduced, and the reinforcement accuracy and reliability are improved.